Providing and fixing of 9 M...

Providing and fixing of 9 Mtr. Mini High mast in ward no-7 at Zone-2 under limit of Municipal Corporation Gurugram

Providing trench less boring below existing road / pavement including laying of 65 mm dia GI pipe B class required to complete the job in all respect

Restoring the road cut, in level with the existing road surface, including preparation of subgrade laying and relaying of soiling and laying and consolidation of wearing coats to water bound macadam specification and laying 20mm thick premix carpet, on top including cost of tack and sealcoat complete in all respects...

Providing trench less cuttting by Hydraulic Drilling Device boring/ Manual OR through some suitable alternate method with insertion of HDPE Pipe including supply, Delivery of HDPE pipe at work site and laying of 50mm internal diameter HDPE pipe inside road for road corssing of cable by Hydraulic Drilling Device without opening of the road top surface, laid at a depth of at least 900mm below the road surface from the feeding point to the feeder pillar box in median (OR) from feeder pillar to respective street light pole including cost of all accessories for road crossing for laying of cables..

Digging of pucca road in required width for laying of cable/pipe complete in all respect upto the entire satisfaction of Engineer-in-charge..

Operation and Maintenance of 1and2 year free of cost

Supply and eraction of 9 meter long high mast IS, 2062 E250A single saction 3mm thick sheet GI sheet, top dia 150mm bottom dia 360mm hot dip galvanized thickness of galvanized 70 micron as per IS 2629 opening door at base 900x305mm closed, fitting, door with ALLEN KEY thickness and diameter of base plate 25 mm, 520mm, (O.D) IS 2062 E250A size of anchor plate and thickness 3 mm with uniform PCD of 460mm (IS 2062 E250A, no of arm 6nos. double drum type, permanent oil bath lubrication arrangment, 500kg loading capacity still core , 3 plus 2 nos. ropes , braking capicity load 1750 kg for core PVC insulatted 2.5 squre mm coper wire with 6nos foundation bolts length 850mm dia meter 24mm input supply 3 phase 415 balts and motor required as per capicity and Supply and erection of RCC foundation 1.5.3 of size 0.7 M x 0.7M × 1.8 M with minimum 8 Nos. 12 mm dia longitudinal MS reinforcement rods with rings of 8mm dia not more than 200 mm C.C. for fixing the High Mast with all labour and material required of complete in all respect ( design of high mast, bracket, light fiting as per attached drawing )

Supply, Erection, testing and commissioning of 3 phase automatic timer AMSON`s / L and T make on/off the street lights on different fixed timing maintainable on street lights pedestal, pillar, wall M.S pedestal where on\off point is available, cabinet is fabricated from 22 gauge, painting, wiring, connection on/off from bottom of the cabinet, 3 contractor 32 Amp, 24 volts D.C each transformer, rectifier system switching system, bakelite contractor 32 Amp, MCB 32 Amp LandT digital timer Auto/Manual system, time setter, fibber sheet, rubber and plastic component, wiring and component fitting, chemical (Epoxy) including the cost of labour and material required to complete the job in all respect upto the entire satisfaction of Engineer - In -Charge of the work.

Operation and Maintenance of 3rd Year @ 6% of Capital Cost....

Operation and Maintenance of 4th Year @ 7% of Capital Cost.....